Output-only modal identification of a cable-stayed bridge using wireless monitoring systems

Engineering Structures

Volumn 30, Issue 7, 2008, Pages 1820-1830

  Weng, Jian Huang ^a   Loh, Chin Hsiung ^a   Lynch, Jerome P ^b   Lu, Kung Chun ^a   Lin, Pei Yang ^c   Wang, Yang ^d  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b UNIVERSITY OF MICHIGAN   (United States)

^c NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^d Georgia Institute of Technology   (United States)

Author keywords

Cable stayed bridge; Frequency domain decomposition; Stochastic subspace identification; Wireless structural monitoring

Indexed keywords

BRIDGE CABLES; BRIDGE DECKS; DOMAIN DECOMPOSITION METHODS; DYNAMIC RESPONSE; FREQUENCY DOMAIN ANALYSIS; STRUCTURAL HEALTH MONITORING; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL);

FREQUENCY DOMAIN DECOMPOSITION METHOD; MODAL IDENTIFICATION; STOCHASTIC SUBSPACE IDENTIFICATION METHOD; WIRELESS STRUCTURAL MONITORING SYSTEM;

CABLE STAYED BRIDGES;

BRIDGE CABLES; BRIDGE DECKS; CABLE STAYED BRIDGES; DOMAIN DECOMPOSITION METHODS; DYNAMIC RESPONSE; FREQUENCY DOMAIN ANALYSIS; STRUCTURAL HEALTH MONITORING; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL);

BRIDGE; DATA SET; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; IDENTIFICATION METHOD; MONITORING SYSTEM; STOCHASTICITY; VIBRATION;

ASIA; EURASIA; FAR EAST; NANTOU; TAIWAN;

EID: 43949105517     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.12.002     Document Type: Article

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